ｓ3

3

The Deflective Anchor Bolts have been developed so they can be installed without any change in the installation position, even if thebolt encounters a re-bar. Using the Deflective Anchor Bolts can eliminate improper construction caused by oblique driving of anchor
bolts, cutting of re-bar, and so on. Thus, we believe that the contractor can earn their client's complete trust.
(1) Environmentally-friendly, energy-saving anchor bolts, without requiring chipping → Reduction in CO2 emission(2) The Deflective Anchor Bolts can notably shorten the construction period (by approx. 14 to 28 days).
(3) The Deflective Anchor Bolts can improve construction quality, while notably reducing construction costs.
(4) Generally, the deflective anchor provides higher pull-out strength than a conventional straight, full-thread, adhesive,
concrete-embedding anchor.
The anchor-integrated liner has been developed to shorten the liner adjusting time when the liner is used for conventional equipment
installation/centering work, and to improve the work accuracy.
(1) The screw-type liner simplifies centering work with an accuracy of between 1/1000 and 5/100. (During installation, centering
time can be shortened by 50%.)1

<Deflective Anchor Bolts>
1. Release of Deflective Anchor Bolts (Adhesive, concrete-embedding, deflective anchor bolts)

The Deflective Anchor Bolts have been developed based on the policythat “spread of the adhesive, concrete-embedding anchor installation
method without requiring the chipping process serves as a global
warming preventive measure”.
Conventionally, straight concrete-embedding anchor bolts cannot be used when the bolt encounters a re-bar in
the drilling process.
The newly-developed adhesive, concrete-embedding, deflective anchor
bolts, (referred to as “Deflective Anchor Bolts”) provide deflection so thatthey can avoid a re-bar without changing the installation position. Even if a
re-bar exists at the installation position, the adhesive, concrete-embedding
anchor bolts can be easily and correctly installed.
<Flow of conventional construction>
Change to the chipping process
During construction
using conventional
adhesive,
concrete-embedding
anchorAnchorencounters a
re-bar in the
drilling
process?

Modify the anchor installation base
YES
Proceed with improper construction work:- Cut re-bars- Perform oblique driving of the anchor at
a 15° angle or larger

NO

Losingtrust

Construct using conventional concrete-embedding anchor<Flow of construction using Deflective Anchor Bolts>

During construction
using conventional
adhesive,
concrete-embedding
anchorAnchorencounters a
re-bar in the
drilling
process?
NO

YES

Use Deflective Anchor Bolts

Use conventional concrete-embedding
anchor bolts

Conduct a 100%
simplified pull-out
test & asmall-quantity
formal pull-out test

(Oblique driving angle: 10° or less)Securing
100% trust

When a conventional anchor encounters a re-bar, use
Deflective Anchor Bolts. Oblique driving of an anchor is not a
standard work process. If an anchor bolt is bent, vibration
resistance deteriorates, resulting in insufficient strength.

1

2. Product Lineup
1) TS12×D40 Deflective Anchor Bolt (Mounting thread: M12, Deflection: 40 mm)<New type>
SS400 + Trivalent chromium-plating

SUS304

2) TS(TSW)16×D40 Deflective Anchor Bolt (Mounting thread: M16, Deflection: 40 mm)<New type>

SS400 + Trivalent chromium-plating

TS type

SUS304

TSW type(Internal thread type also available.)
S16×D25, S16×D40
Material
Allowable tensile load(short-term)
kN·(kgf)
Allowable tensile load
(long-term)
kN·(kgf)

Deflective Anchor Bolt
SUS304 / SS400
Calculation value

Experiment value

36.1(3681)

41.0 to 44.5
(4181 to 4538)

M16, full-thread, D13 re-bar
SUS304 / SS400
Commercially-available
driven type boltwith standard length*34.4 to 25.2*
(3508 to 2570)

24.1(2458)

27.3 to 29.7
(2784 to 3029)

22.9 to 16.8*(2335 to 1713)** indicates reference values.

23) T(TSW)20×D40 Deflective Anchor Bolt (Mounting thread: M20, Deflection: 40 mm)
40
DEFLECTION

T typeSS400 + Zinc plating

TSW type

SUS304(S-type and internal thread type also available.)

Material
Allowable tensile load(short-term)
kN·(kgf)
Allowable tensile load
(long-term)
kN·(kgf)

Deflective Anchor Bolt
SUS304 / SS400
Calculation value

Experiment value

56.5(5761)

77.0 to 80.3
(7852 to 8188)

M20, full-thread, D19 re-bar
SUS304 / SS400
Commercially-available
driven type boltwith standard length*
40 to 50*(4079 to 5099)

37.6(3834)

51.3 to 53.5
(5231 to 5455)

26.6 to 33.3*
(2712 to 3396)** indicates reference values.

4) T(TSW)22×D40 / T(TSW)24×D40 Deflective Anchor Bolt

40
DEFLECTION(Mounting thread: M22/M24, Deflection: 40 mm)

T typeSS400 + Zinc plating

TSW type

SUS304

Material
Allowable tensile load(short-term)
kN·(kgf)
Allowable tensile load
(long-term)
kN·(kgf)

Deflective Anchor Bolt
SUS304 / SS400
Calculation value

Experiment value

81.3(8290)

89.0 to 91.0
(9075 to 9279)

M24, full-thread, D25 re-bar
SUS304 / SS400
Commercially-available
driven type boltwith standard length*
60 to 75*(6118 to 7648)

54.2(5527)

59.3 to 60.7
(6047 to 6190)

40 to 50*(4079 to 5099)** indicates reference values.

35) T16×D25 Deflective Anchor Bolt (Mounting thread: M16, Deflection: 25 mm)

25
DEFLECTION

SS400/ SUS304

6) TSW16×D40 Deflective Anchor Bolt for Embedding(Mounting thread: M16, Deflection: 40 mm)<New type>

SS400

TSW type

7) D16 Reinforcement Joint Deflective Anchor Bolt
(For seismic-resistant reinforcement, expansion of wall/floor/beam
reinforcement, and foundation of equipment)<New type>

SS400

40D or more

8) WD Large-size Deflective Anchor Bolt
<New type>

SS400

4

(Mounting thread: M24, M30, M36)
Dimensions can be freely selected.
Applicable as a reinforcement joint.

3. Procedure for Construction Work Using Deflective Anchor Bolts(Construction work using concrete-embedding anchor bolts without interference with re-bars)
1) Prepare Deflective Anchor Bolts and adhesive.
(Adhesive is included in the product package for deflective anchor bolts.)

S typeS typeΤ type<Sample>2) Drill an anchor hole at the marked position. There is a re-bar at the drilling position. (The 1st
anchor bolt hole encounters a re-bar.)<Marking and drilling of anchor bolt hole><Re-bar at drilling position>3) Mark the 2nd anchor bolt hole position at a diagonal deflection distance* (40 mm) from the 1st
anchor bolt hole, and drill the 2nd anchor bolt hole.→Drilling at specified dimension<Drilling of 2nd anchor bolt hole><Drilling of 2nd anchor bolt hole at 40 mm deflection distance>* Deflective Anchor Bolt S20 provides a deflection distance of 40 mm.

54) Connect the two anchor bolt holes.
Cut the concrete surface with a diamond cutter, and chip the concrete surface by moving thecutter, while moving the cutter edge right/left.
Make a hole in which the joint part of the deflective anchor bolt is thoroughly embedded (approx.
5 mm below the concrete surface). (Before pouring adhesive into the hole, insert the deflective
anchor bolt into the hole to ensure that the anchor bolt is thoroughly embedded in the hole.)<Cutting the concrete surface with a cutter><Connecting anchor bolt holes>

5) Brush the drilled surface.
6) Clean the drilled surface with a blower.
7) Brush the drilled surface again.

Cleaning of the drilled surface is the key point toanchor bolt adhesion strength.
Repeat brushing and cleaning twice.
Dry up moisture.

8) Clean the drilled surface with a blower.
9) Pour adhesive into the hole.
(Use our specified product.)10) Drive a deflective anchor bolt with a cushion
hammer or equivalent tool. (You may push
the bolt head by hand, while protecting itwith cushion material.)<Pouring adhesive><Installation of Deflective Anchor Bolt>

611) Installation of Deflective Anchor Bolt is completed.
Level the adhesive so that it becomes flushwith the concrete surface or wall surface.
Remove surplus adhesive with a spatula or
the like. After curing the adhesive for 24hours, the Deflective Anchor Bolt
installation procedure is completed.
The joint part of the Deflective Anchor Bolt
should be recessed from the concretesurface by 5 mm to 7 mm.

<Completion of Deflective Anchor Bolt installation>

12) Pull-out test
After curing for 24 hours, conduct anchor
bolt pull-out test.
During this test, provide a space above thejoint part.

<Pull-out test>

40
DEFLECTION

40DEFLECTION<S20 installation condition>(Mounting thread: M20)

<Τ22/Τ24 installation condition>(Mounting thread: M22/M24)

7

4. Examples of Construction Work Using Deflective Anchor Bolts
Example of construction work 1) : Slab reinforcement (20 t) at sewage disposal plant ofNara Prefecture
Example of slab reinforcement work completed in 2 days

<Deflective Anchor Bolts are usedat seven points out of eight points><Using H-200×600>

Example of construction work 2) : Installation of draft tube seismic-resistance reinforcement
support at sewage disposal plant of Osaka City
For installation in an anti-corrosion layer, epoxy resin adhesive is used. This is an example of construction work
using the Deflective Anchor Bolts, which was completed in one day. The anti-corrosion lining need not be repaired.

Upper
bracketNo. 7 digestion tank

Reinforcement
supportLower
bracketDeflective Anchor
Bolt

Example of construction work using
Deflective Anchor Bolts

Re-barExample of construction work 3) : Slab reinforcement at sewage disposal plant of Shiga Prefecture
Example of large gate base slab
reinforcement work completed in 2 days

<Driving anchor><Mounting bracket>

8

Example of construction work 4) :Seismic-resistant reinforcement at pumpplant of Tokyo Metropolis

Example of test 1) :At pump plant of Tokyo Metropolis
PASS

Example of use for 80-ton large frame base anchor<Driving anchor><Anchor pull-out test>

Example of construction work 5) :Construction method without chipping a pillar or beam
At sewage disposal plant of Saitama Prefecture

Example of test 2) :At Sewage disposal plant of Saitama Prefecture

Example of installation of bearing anchor bolts to a pillar(S24 Deflective Anchor Bolts are used for 40% of the total
number of bearings (48 points in total)).

PASS<Driving anchor><Anchor pull-out test>

Example of test 3) :Destructive test at KFC company’s site

Example of test 4) : Destructive test at
NIHON DECOLUXE company’s site

Judged OK

Judged OK

9Example of construction work 6) :Sludge collector bearing anchor bolt at sewage disposal plant of Chiba Prefecture
Chipping, welding and non-shrinkage mortar filling
processes can be eliminated, resulting in a notablereduction in material cost and work period.

For all bearings and brackets, Deflective
Anchor Bolts and conventional chemicalanchor bolts are used.

New-type Deflective Anchor Bolt

Upper: Chemical anchor M16
Lower: Marking for Deflective Anchor Bolt at a
position where there is a re-bar.

<Material><Temporary insertion of M16 new-type Deflective Anchor Bolt><Completion of M16 new-type Deflective Anchor Bolt installation>

Example of test 5)<Test of M16 new-type Deflective Anchor Bolt
in the presence of bureau staff><No abnormality under 25 kN pull-out load>

10

Example of construction work 7) :Construction method without chipping anti-corrosion water tank
At sewage purifying center of Nagasaki Prefecture
Conventionally, a water tank that has undergone anti-corrosion treatment is very chipped. After anchor bolts are
welded, concrete is added to the chipped part and anti-corrosion treatment is provided afterward. However, with theDeflective Anchor Bolts, the construction is completed only with local drilling for anti-corrosion treatment. Twelve M24
anchor bolts are used.

<Material><Installation of Deflective Anchor Bolt><Test in the presence of client><Anchor pull-out test>

Example of construction work 8) : Using Deflective Anchor Bolts as insert
At construction site in Iwate Prefecture
Construction is enabled even in a position
where re-bars are installed close to each other.

<Installation of anchor bolts in beam: Side view><Top view>11Aug. 2006

Sept. 2006

June 2007

Aug. 2007

Feb. 2008

April 2008

Nov. 2008

7

8

9

10

11

12

Wakayama City Kishi Pump Plant
March 2006 Sand basin equipment installation work

5

6

Aug. 2005

4

Hitachi Plant Construction

Hitachi Plant Construction

Hitachi Plant Construction

Original constructor

12

Kobe City, Tarumi Disposal Plant

Miyazaki City,
Sado River Purifying Center
Water treatment plant No. 3

M 24SUS×D40

M36SUS×D60
Installation of large water gate
(Installation to stress-proof wall)

Mitsubishi Kakoki Kaisha

Kobe City

M36SUS×D130

M 16SUS×D40
M 20SUS×D40

Installation of
sewage disposal equipment

Kobelco Eco-Solutions

Japan Sewage
Works Agency

M 20SUS×D40

M 16SUS×D40

Teganuma Sewage
Final basin collector drive shaft
Disposal Bureau, Ebara Engineering Service/follower shaft bearing
Facility/Equipment Section
Dewatering equipment frame
Hitachi Plant Technologies base anchor bolt

M 24SUS×D40(Same as above)

First sand basin collector bearing

M 16SUS×D40

M 22SUS×D40

Large crane rail anchor

Hitachi Plant Technologies
Final sand basin collector bearing/ Maezawa Industries

Hitachi Plant Construction

M 20SUS×D40

M 20SUS×D40

M 20SUS×D40

Material (size)

Large frame base wall anchor and M 20SUS×D40
seismic-resistant reinforcement
M 24SUS×D40

Large gate (size)base slab reinforcement

Installation of draft tube
seismic-resistant reinforcement
supportSlab reinforcement (H-steel)<H-200×600>

Type of work

Hitachi Plant Technologies Sludge digestion tank draft tube
support base anchor bolt
/ Kyowakiden Industry

Ohmura-bay
South Basin Sewage
Purifying Center(Same as above)

Yamanashi Pref.
Kofu City Purifying Center
Kofu City
Dewatering equipment renewal work

Ohmura-bay South Basin
Sewage Purifying Center
Sludge digestion plant equipment
installation work
Chiba Pref.
Teganuma Final Disposal Plant
Equipment installation work
(Half of water treatment equipment, out of 6systems)(Same as above)

Saitama Pref.
Nakagawa Water Circulation Center Saitama Pref.
Water treatment equipment
installation work

Wakayama City

Tokyo Metropolis Kohto Pump Plant Bureau of Sewerage
Tokyo Metropolitan Kobelco Eco-Solutions
Shinonome area sand basin
equipment installation work
Government

Shiga Pref.
Japan Sewage
Biwako North-East Purifying Center
Works Agency
Water treatment plant No. 10

June 2005

3

Osaka City

June 2004

2

Osaka City,
Suminoe Sewage Disposal Plant
No. 7 digestion tank draft tube
reinforcement work

Nov. 2003

Civil Engineering
Dept.,
Nara Pref.

ClientNara Pref. Purifying Center
hopper renewal work

Job name

1

Date ofconstruction

129 pcs (out of 132)Interference ratio: Unknown
Water gate anchor bolt (98%)(Large-size Deflective Anchor Bolt)

4 pcs (out of 24)
Equipment base
S20: 9 pcs, S16: 7 pcs

15 pcs (out of 176)
Floor/anti-corrosion coating (17%)
Used together with chemical anchor

115 pcs (out of 192)
Anti-corrosion coating at bottomof oval digestion tank (75%)
Used together with chemical anchor
12 pcs (out of 16)
Pillar/beam (9%)
Used together with chemical anchor

92 pcs (out of 192)
Pillar/beam (65%)
Used together with chemical anchor

75 pcs (out of 232)
Pillar/beam (50%)
Used together with chemical anchor

46 pcs (out of 96)
Beam top slab (32%)
Used together with chemical anchor

15 pcs (out of 24)
Bottom of digestion tank (8%)
Anti-corrosion coating
Used together with chemical anchor
2 pcs (out of 24)
Wall (50%)
Anti-corrosion coating
Used together with chemical anchor
8 pcs (out of 16)
Base/Pillar (50%)
Used together with chemical anchor

Place of construction(Re-bar interference ratio)
Beam, Stress-proof wall (62.5%)
Used together with chemical anchor

As of August 2009

Deflective Anchor Construction Record

5. Deflective Anchor Bolt Selection Chart<When both tensile force and shear force are applied to a single anchor bolt>
Select anchor bolts by referring to the following selection chart (graph).

1) TS16·······Same characteristic curve for both 25 mm and 40 mm deflection distances.
1. Material and allowable stress level
Anchor bolt

SS400
Mounting thread M16, Shaft cross-section area: a =201 mm
SUS304
2●Standard strength F=23.5kN/cm●Allowable stress level (Resistance to long-term stress)2
TensileLft=
12kN/cm2
Bending
Lfb=
F/1.5=15.6kN/cm
2
Shear
Lfs=
9kN/cmτmax=
4/3× (Q/a)●Allowable stress level (Resistance to short-term stress)2
TensileSft=
18kN/cm2
Bending
Sfb=
F=23.5kN/cm
2
Shear
Sfs=
13.5kN/cm
τmax=
4/3× (Q/a)

Concrete2

Fc=21N/mm●Allowable stress level (Resistance to long-term stress)
Compression
Lfc=Fc/3●Allowable stress level (Resistance to short-term stress)
Compression
Sfc=2Fc/3

Maximum tensile strength of anchor bolt Long-term 24.1kN

13

Short-term 36.1kN22) T20
1. Material and allowable stress level2
Anchor bolt
SS400 Mounting thread M20, Shaft cross-section area: a =314 mm
SUS304
Anchor bolt maximum tensile strengthLong-term 37.6kN

Short-term 56.5kN3) T24
1. Material and allowable stress level
Anchor bolt

SS400 Mounting thread M22, M24, Shaft cross-section area: a =452 mm
SUS304

Anchor bolt maximum tensile strengthLong-term 54.2kN

142

Short-term 81.3kN

<Anchor-integrated Liner>
1. Revolution in Liner (lining pad) Adjustment Work
Have you ever given up on the installation of flat liners and taper liners (slope liners) because it is troublesome,costly, and requires experienced, skilled workers?
Have you ever used thin taper liners (for 2 ton to less than 6 ton), one-face smooth-finished taper liners, warped
liners (because they are too thin), or roughly-machined liners (dummy liner products), because formal flat liners
and taper liners are expensive? Generally, it is recommended that a maximum of up to four flat liners and taper
liners can be stacked. Have you ever stacked more liners than this?
In consideration of the above, it is very expensive to prepare and install flat and taper liners correctly.
Rather than using the technology developed over 100 years ago, why not try the new-type anchor-integrated
liners that enable installation work at a lower cost in a shorter period, and ensure high reliability, quality andaccuracy? We believe that if you use them just once, you will be surprised with these new products. With these
new liners, you will complete installation and centering work for an engine of 2-ton class in about two days
(excluding material loading and grout filling processes), although it would take four or five days for this work using
conventional liners.

Conventional liner

Anchor-integrated liner

2. Product Lineup
2-1. Anchor-integrated liners for horizontal (slope)
installation equipment

D

C

B

2-2. Anchor-integrated liners for gate and movable
dam

E

A

Anchor-integrated liner (Types A, B, C and D)

Anchor-integrated liner (Type E)

15

Installationof equipment

16

Large frame, support

Equipment base backsurface does not needsmooth-finishing.

Equipment base backsurface issmooth-finished

Hopper, frame

Ventilation fan, silencer, etc.

Equipment to be verticallyinstalled

Equipment to be horizontally
installed
Medium-size pump,small-size pump, conveyor,
hopper frame, silencer, etc.

Gate, movable dam

Equipment to be verticallyinstalled

Spiral pump
Upper bearing reduction gear

Equipment to be installedat an incline

Engine, reduction gear,
blower, large-size pump,medium-size pumpEquipment to be horizontally
installed

The anchor-integrated liners can be used in the following cases:a reference value.

*1 Installation accuracy is

Circumferential direction: 15/100mmmax.
Surface direction: 30/100 mm max.

Circumferential direction: 5/100mmmax.
Surface direction: 10/100 mm max.

Circumferential direction: 15/100mmmax.
Surface direction: 30/100 mm max.

New liner
Anchor-integrated liner (Types A, B and C)
Shim liner (when required)

Note) Engine deflection:
1/100 mm to 3/100 mm

New liner
Flat liner without smooth-finishing
Slope liner without one-face smooth-finishing
Anchor-integrated liner (Types B, E and F)(Rough finished surface)

Conventional liner
Back nut only

New liner
Anchor-integrated liner (Types C and D)
Shim liner (when required)

Conventional liner
One-face smooth-finished flat liner
Double-face smooth-finished slope liner
Shim liner (when required)

New liner
Anchor-integrated liner (Types E, F and G)
Shim liner (when required)

New liner
Anchor-integrated liner (Types A, B and C)
Shim liner (when required)

Conventional liner
One-face smooth-finished flat liner
Double-face smooth-finished slope liner
Shim liner (when required)

Conventional liner
One-face smooth-finished flat liner
Double-face smooth-finished slope liner
Shim liner (when required)

Applications of liners

Circumferential direction:
5/100 mm max.
Surface direction:
10/100 mm max.

*1 Installation accuracy

3. Applications of Anchor-integrated Liners

4. Examples of Installation(1) Examples of installation for general equipment (Engine, reduction gear)

Arrangement of anchor-integrated liners for 9.5-ton engine

Adjustment of 200-ps engine and reduction gear
(Centering time can be reduced by 50%.)(2) Example of installation for movable dam

Anchor bolt for equipment

Anchor-integrated liner(Centering time can be reduced by 50%.)(3) Example of installation for internal gear (Connecting two divisions of gear)

Anchor-integrated liner

175. Construction Work Procedure (in comparison with conventional liner)18

6. Work Procedure for New Construction Method
1)5)Drill the frame structure, and adjust the height of
the anchor-integrated liner.

Smooth the resin surface with a spatula.

2)

6)Fill the hole with resin. After the resin hardens,
conduct level adjustment in the X and Y
directions.

Remove surplus resin.
Equipment base3)

7)With the equipment placed on the liner, adjust
the height. (Centering work)

Same as above.

4)

8)

After completion of the above adjustment withthe equipment placed on the liner, fill the cracks
under the liner with resin.

After checking the level, remove the liner, and fill
the cracks in the concrete with resin.

19Equipment base9)

After completion of the above
adjustment, harden the surrounding areawith non-shrinkage concrete.

New construction method <Installation of gate, etc.>
1)

4)

Drive an anchor into the side wall.

Fill the cracks in the concrete with resin.

2)5)Adjust the anchor so that it is horizontal
to the gate valve element.

Smooth the resin surface with a spatula.

3)

6)

To complete the above step, tap theanchor with a hammer.

Completed.

20

21

AnchorLiner thread

20654kg·f÷2=10327

Dimensions of Anchor-integrated Liner

111.20

Liner

92.8

63.4

Temporary liner(Bearing type, Applied to heavy equipment weighing approx. 3 tons or more.)

14182kg·f÷2=7091

83.5

52.6

6

45 to 60

111.2084.908924kg·f÷2=4462

M36

45 to 60

30 to 45

40 to 55

84.90

Current price170cc(130cc)

210cc(170cc)Current price

120×80×20×40×24×24×approx. 180

75×50×20×42×19×18×approx. 180

210cc(170cc)

170cc(130cc)Current price
Current price170cc(130cc)Current price

120×80×20×40×24×24×approx. 180

105×80×20×25×13×18×approx. 170

105×80×20×35×25×28×approx. 180

170cc(130cc)Current price

105×80×20×25×13×18×approx. 180

30 to 45

5

M24

3

100cc
(70cc)
Current price

72.0

75×48×16×35×25×28×approx. 140

6194kg·f÷2=3097

40 to 55

43.00

100cc
(70cc)
Current price75×48×16×25×15×18×approx. 140

100cc(70cc)

Current price

30 to 40

Adhesive volume required(When SR-TIGHT is used)

Price(Type A)

100cc
(70cc)

M30

M20

2

Type of thread(Coaxial) (Deflection) AA-classA-class Regular

Relationshipbetween anchor
and liner positions

Current price46.2

75×48×16×25×15×18×approx. 140

1× 2× 3×H1×H2×H3×L

Dimensions of anchor-integrated liner

75×48×16×35×25×28×approx. 140

3969kg·f÷2=1985

Liner surfacepressure (B/A) *2(kg·f/cm2): Standard (Stock): Customized

40 to 55

43.00

Anchor fastening
shaft force (B) *1(Force supported by liner)(kg·f)

4

M16

1

30 to 40

DiameterFoundation
Liner surface
of anchor
bolt included – base grout margin area (A) 2
(mm)
(cm )
in equipment(1) Equipment to be horizontally installed

7. Anchor-integrated Liner Selection/Price Table

22

For medium/small-size gate or movable gate
(Liner surface: Doughnut-shaped)

For medium/large-size gate or movable gate
(Liner surface: Round)(Same as above)60 to 100

3

M20 to M24(Same as above)150 to 200

8

9

M30

200

14 (Same as above) 300

13 (Same as above) 250

12

11 (Same as above)250 to 300

10 (Same as above)200 to 250

100 to 150

150(Same as above)7

50 to 80

(Same as above)80 to 100

M16

6

5

4

(Same as above)(Same as above) 60 to 80

2

Customized

27.3

11.9

Customized

For M24 anchor
8924kg·f×25%=2231

For M16 anchor
3969kg·f×25%=922.2

For M20 anchor
6194kg·f×25%=1548.5(Same as above)100 to 140 (Same as above)

For M16 anchor
3969kg·f×25%=992.2(Same as above)8

M16 to M20

40 to 60

81.7

83.4

193.6

124

(Example)

Customized

60×36×20×80×70×100×150×170

60×36×20×80×70×100×100×170

60×36×20×80×70×100×50×170

60×36×20×80×70×90×0×170

40×24×12×50×40×150×0×130(Before use, cut out the H3 section.)

40×24×12×100×0×60×0×150

40×24×12×60×0×60×0×150

40×24×12×40×0×60×0×150

40×24×12×40×0×40×0×150

Liner surfaceAnchor fastening shaft force (B)Liner*1 surface
Dimensions of anchor-integrated liner
area (A) (Force supported bypressure (B/A) *2
2
1× 2× 3×H1×H2×H3×L(mm)(cm2) liner at two points)kg·f(kg·f/cm )

1

(mm)

Diameter Distance betweenof anchor wall surface andbolt includedvalve elementin equipmentback surface(2) Gate, movable gate, etc.
Relationship between Resinanchor andfilling port
liner positions

Current price ofregular thread type.

*3

Current price ofregular thread type.

*3

Current price

Current price

Current price

Current pricePrice* Excluding adhesive price.

Pipe
Extension Adjustable
Recess(Coaxial) (Deflection)(Provided) (None)
wrenchrod
wrenchFine adjustment method: Standard: Customized

Precautions for Construction, Transportation and Storage<Cautions for construction work>● The drilling diameter and depth must meet the dimensions given in the catalog.
● If concrete strength is less than 21 N/mm2, the design strength should be reduced.
● Brushing and cleaning conditions after drilling have a significant influence on adhesion strength. Be sure to conduct the brushing andcleaning steps carefully.
● During adhesive hardening time, be sure not to apply load to the anchor bolts and the anchor-integrated liners so that they will not moveat all.
● Before drilling, check for cracks on the concrete surface.
● Provide a sufficient anchor bolt pitch and edge margin.
● Both tensile force and shear force are applied to an anchor bolt at once. Use anchor bolts within the operating range shown in theselection chart.
● When anchor bolts are set adjacent to each other, withstand load per bolt may decrease.
● During construction work, wear a protective mask, goggles and gloves.
● The hammer drill will shake when it encounters a re-bar in the drilling process, resulting in a large impact to your wrists. During drilling,
grip the hammer drill securely, and maintain correct posture.
―――――――――――――――――――――――――――――――――――――――――――――――――――――――――――<Warnings and cautions for handling adhesive>● Do not store the adhesive in a place where it may be exposed to direct sunlight, or 40°C or higher temperatures.
● Do not place the adhesive near a fire. Do not throw the adhesive into a fire.
● If the adhesive touches your eyes, immediately rinse your eyes with tap water for about 20 minutes, and consult a doctor.
● If the adhesive touches your skin, immediately wipe it off, and wash the skin with soap.
―――――――――――――――――――――――――――――――――――――――――――――――――――――――――――● Store the adhesive in a cold dark place.
● Use the adhesive within the effective period.
● During installation to a side wall or ceiling, use particular caution not to splash the adhesive. Use a commercially-available stopper.

CAUTIONWARNINGCAUTION<Information>

Suehiro System Co., Ltd.
1-6-8-702 Hiranomachi, Chuo-ku, Osaka, 541-0046
TEL : 06-6203-2284 FAX : 06-6203-1136
Anchor Business Division(Person in charge of products and construction work: Suehiro)

To order Deflective Anchor Bolts and anchor-integrated liners, contact any of our company's reliable staff members:

Specifications given in this catalog are subject to change without prior notice, for the purpose of performance improvement, additional product lineup and quality improvement.

23

2009.04.01